Optimal Change-Point Analysis of Pavement Condition Data for Identification of Homogeneous Sections-Reference-Cited by-同舟云学术

Optimal Change-Point Analysis of Pavement Condition Data for Identification of Homogeneous Sections

Published:2023-03 Issue:1 Volume:149 Page:
ISSN:2573-5438
Container-title:Journal of Transportation Engineering, Part B: Pavements
language:en
Short-container-title:J. Transp. Eng., Part B: Pavements

Author:

Biswas Soumyarup¹,Kuna Kranthi K.²

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal 721302, India (corresponding author).

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal 721302, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JPEODX.PVENG-1104

Reference17 articles.

1. AASHTO. 1993. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.

2. Bennett C. 2004. “Sectioning of road data for pavement management.” In Proc. 6th Int. Conf. on Managing Pavements the Lessons the Challenges the Way Ahead. Brisbane QLD Australia: Transportation Research Board.

3. Definition of homogenous sections in road pavement measurements;Cafiso S.;Procedia Social Behav. Sci.,2012

4. Gey, S., and E. Lebarbier. 2008. Using CART to detect multiple change points in the mean for large samples. Bordeaux, France: Statistics for System Biology.

5. Another look at delineation of uniform pavement sections based on falling weight deflectometer deflections data;Haider S. W.;Can. J. Civ. Eng.,2015

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